JPS62137191A - Butt welding method for bar like body - Google Patents

Butt welding method for bar like body

Info

Publication number
JPS62137191A
JPS62137191A JP27867985A JP27867985A JPS62137191A JP S62137191 A JPS62137191 A JP S62137191A JP 27867985 A JP27867985 A JP 27867985A JP 27867985 A JP27867985 A JP 27867985A JP S62137191 A JPS62137191 A JP S62137191A
Authority
JP
Japan
Prior art keywords
ring
bolt
holder
welding
rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP27867985A
Other languages
Japanese (ja)
Inventor
Hitoshi Shioyama
塩山 仁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobe Steel Ltd
Original Assignee
Kobe Steel Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP27867985A priority Critical patent/JPS62137191A/en
Publication of JPS62137191A publication Critical patent/JPS62137191A/en
Pending legal-status Critical Current

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  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PURPOSE:To perform a joining welding in a beeline with good accuracy and yet to enable the butt welding of a long and large body to be welded by performing it by charging a bar like body from the cross direction at right angles with the longitudinal axial direction into the jig for junction of a set member. CONSTITUTION:The set bolt 10c which passes a ring 5 through is pressed to a bolt 9 by closing the groove part by the ring 5 after fitting the upper end of an anchor bolt 9 into the groove part by opening the side face opening groove part by turning the ring 5 in the lowermost part holder 3c. On the other hand the bolt 9 is fixed to the jig 1 for junction by pressing the separate set bolt 11c which passes the ring 5 through similarly to a peripheral groove 8. The uppermost part holder 3a and center part holder 3b are opened by rotating the ring 5, an extension material 13 is inserted from the cross direction and fitted, and the lower end of an extension material 13 and the upper end of the bolt 9 are set to the recessed part of a backing metal 12. The ring 5 is then fixed to the holder main body by set bolts 10a, 10b, 11a, 11b and the extension material 13 and anchor bolt 9 are welded 14 crosswise.

Description

【発明の詳細な説明】 (産業−1tの利用分野) 本発明は、」−木建築や[−場設備据付は用基礎のアン
カーボルト、または鉄筋類の現地における継ぎ足し溶接
、あるいは高炉出銑[−1孔明用湯つき棒、その他11
延用素材棒鋼の接合作業等に用いて有用である、広範囲
での棒状物の突合わせ溶接方法に関する。
Detailed Description of the Invention (Field of Application of Industry - 1t) The present invention is applicable to wooden construction, field equipment installation, anchor bolts for foundations, on-site welding of reinforcing bars, or blast furnace tapping. -1 Komei hot water stick, other 11
This invention relates to a method for butt welding bar-like objects over a wide range of applications, which is useful for joining work of rolling stock steel bars.

(従来の技術) 例えば、1−木建築用鉄筋コンクリート造りにおいては
、所定長さの鉄−筋を用い、T、IEの進行に伴い、現
地にて短くなった鉄筋の1−へ別の鉄筋を継ぎ足し溶接
する作業が頻繁に行われるが、その場合、従来は1m前
後の当金としての短い鉄筋を短くなった鉄筋に重ねるよ
うに立て、これらを“番線、と1ジノ、を用いて結束し
、続いて接合すべき長い鉄筋をヒ記短くなったものの七
に同心状に乗せ、しかして−11記当金に市ねるように
して1番線、で結束し、突合わせ溶接していた。
(Prior art) For example, in 1-reinforced concrete construction for wooden buildings, reinforcing bars of a predetermined length are used, and as T and IE progress, another reinforcing bar is added to 1- of the reinforcing bars that become shorter on site. Replacement welding work is often carried out, and in this case, conventionally, a short reinforcing bar of around 1 m was placed on top of the shortened reinforcing bar, and these were tied together using "branch wire" and "1-piece wire". Next, the long reinforcing bars to be joined were placed concentrically on the shortened wire (h), and tied together at the No. 1 wire so that it was placed on the -11 dowel, and butt welded.

また、工場建設時の設備据付用アンカーボルトを現地に
て継ぎ足し溶接する場合、多本数のアンカーボルトに同
心に、かつ−直線に精度良く継ぎ足し材を接合溶接する
ことが困難なので、アンカーボルトの高さ寸法を間違え
た場合は、iff度基礎を破壊し、市川の長さのアンカ
ーボルトと入れ替えるようにしていた。
In addition, when welding anchor bolts used to install equipment during factory construction on-site, it is difficult to join and weld the supplementary material concentrically and in a straight line with a large number of anchor bolts with high precision, so the height of the anchor bolts is high. If the length was incorrect, the foundation would be destroyed and replaced with an anchor bolt of Ichikawa's length.

(発明が解決しようとする問題点) 故に、従来のこの種棒状体の現地突合わせ溶接は、非常
に能率が悪(、シかも直線精度の良くないものとなり、
溶接後にガスバーナ等で曲がり矯11:、シなければな
らないこきも多かった。さらに、アンカーボルトが間違
えにより1」法不足となったり、計画変更で長く延長し
なければならない時は、基礎の掘り起こし、入れ替え、
埋め戻しをしない限り、不可能であるという問題があっ
た。
(Problems to be Solved by the Invention) Therefore, conventional on-site butt welding of this type of rod-shaped body is extremely inefficient (and may result in poor linear accuracy).
After welding, there were many cases where the bends had to be straightened using a gas burner, etc. In addition, if the anchor bolt is incorrectly installed and the length of the anchor bolt is insufficient, or if the plan has to be extended longer due to a change in the plan, digging up the foundation, replacing it, etc.
The problem was that this would not be possible without backfilling.

本発明はかかる不都合を解消する突合わせ溶接方法を提
供することを目的とする。
It is an object of the present invention to provide a butt welding method that eliminates such disadvantages.

(問題点を解決するための手段) 本発明は、棒状物同士を突合わせ溶接するにあたり、連
結棒の複数箇所に、側面開口溝部とこれを開閉するリン
グを有したホルダーを取付けて接合用冶具を構成し、こ
の接合用治具の=一端部ホルダーの側面開口溝部に−・
方の棒状物を嵌入かつ固定したるのち、他方の棒状物を
残るホルダーの側面開口溝部に棒状物長手軸方向とは直
角な横方向から嵌入し、かつリングを閉じて固定して、
両棒状物を同軸に合わせて突合わせ溶接する棒状物の突
合わせ溶接方法を特徴とする。
(Means for Solving the Problems) When butt welding rod-like objects together, the present invention provides a joining jig by attaching holders having side opening grooves and rings for opening and closing the connecting rods at multiple locations on the connecting rod. , and in the side opening groove of the holder at one end of this joining jig -
After inserting and fixing one rod-like object, the other rod-like object is inserted into the side opening groove of the remaining holder from the lateral direction perpendicular to the longitudinal axis of the rod-like object, and the ring is closed and fixed,
It is characterized by a method of butt welding rod-like objects in which both rod-like objects are aligned coaxially and butt-welded.

(作用) に記丁゛段によれば、棒状物の突合わせ溶接のため両者
を同軸にセントするに、その七ノド部材としての接合用
治具に棒状物をその長P軸方向に対し直角な横方向から
装入して行うので、事、1度良(中心を合わせて一直線
に接合溶接ができ、しかも長さ制限の全くない長大の被
溶接物の突合わせ溶接が6丁能となる。
(Function) According to paragraph 2, in order to butt weld rod-like objects, when both are coaxially welded, the rod-like objects are placed in a welding jig serving as a seven-edge member at a right angle to the long P axis direction. Since it is charged from the horizontal direction, it is possible to weld joints in a straight line with the center aligned, and there are no length restrictions and it is possible to butt weld 6 pieces of long workpieces. .

また、1−記接合用治具をパイプ状のものから構成し、
これに被溶接物を嵌入して突合わせ溶接するものも考え
られるが、これであると抜き取り用のかなり余裕のある
隙間が必要となるし、そのに、継ぎ足し材の端部まで摺
動させたのち抜き取るようにして該冶具を撤去すること
になるが、狭所や足場がない処では、施1″、不iiJ
能であり、高所での接合作業は危険を伴うことになる。
In addition, the joining jig described in 1- is constructed from a pipe-shaped member,
It is possible to fit the workpiece into this and butt weld it, but this would require a fairly large gap for extraction, and it would also be necessary to slide the material to the end of the joint. The jig will be removed later by pulling it out, but in narrow spaces or places where there is no scaffolding, it may be difficult to remove the jig.
Therefore, joining work at high places is dangerous.

しかし本発明では被溶接物をその長袖に対し直角方向に
冶具に装着し、溶接後も同様にして離脱する方法である
ので、高所でも狭所でも施I−できる。
However, in the present invention, the workpiece to be welded is mounted on the jig in a direction perpendicular to its long sleeve, and removed in the same manner after welding, so that work can be carried out at high places or in narrow spaces.

(実施例) 以ド、本発明の・実施例を図面によって説明する。(Example) Hereinafter, embodiments of the present invention will be described with reference to the drawings.

接合用治具(1)は、連結棒(2)と、これの」−下3
箇所に取着したホルダー(3a)(3b)(3c)から
成る。これらホルダー(3a)(3b)(3c)は円盤
状のホルダ一本体(4)と、これに自転自由に外嵌させ
たリング(5)を含み、連結棒(2)は各ホルダ一本体
(4)の1″1通孔(6)に挿通して固着されると共に
、各ホルダ一本体(4)の−・都に平面視U字形の側面
開口溝部(7)が開設され、これを略C字形、リング(
5)がその回転によって開閉すべく構成される。また、
ホルダ一本体(4)の外周面に周溝(8)が凹設され、
リング(5)に螺着したセットボルトの先端を1、M溝
内部に係合して押し付けることで、ホルダ一本体(4)
に対しリング(5)を任意箇所で固定できるようにして
いる。尚、各ホルダー(3a)(3b)(3c)の側面
開口溝部(7)は]―下−・直線に連なる位置に設けら
れるものとする。
The joining jig (1) is connected to the connecting rod (2) and the bottom 3.
It consists of holders (3a), (3b), and (3c) attached to the locations. These holders (3a), (3b, and 3c) include a disc-shaped holder body (4) and a ring (5) fitted onto the ring so that it can rotate freely, and the connecting rod (2) is connected to each holder body (4). 4) is inserted into the 1"1 through hole (6) and fixed, and a side opening groove (7) which is U-shaped in plan view is provided at the end of each holder main body (4). C-shaped, ring (
5) is configured to open and close by its rotation. Also,
A circumferential groove (8) is recessed in the outer peripheral surface of the holder main body (4),
By engaging and pressing the tip of the set bolt screwed into the ring (5) into the M groove, the holder body (4)
However, the ring (5) can be fixed at any location. Note that the side opening grooves (7) of each holder (3a), (3b, and 3c) are provided at positions that extend in a straight line.

1−記接合用冶14 (1)を用いアンカーボルトの継
ぎ足しを行う時は、まず最下部ホルダー(3C)におい
て第3図の如くリング(5)を回転して側面開口溝部(
7)を開き、アンカーボルト(9)の−1一端を該溝部
に嵌入したのち、第2図の如くリング(5)で該溝部(
7)を閉じ、リング(5)を通したセットボルト(10
c)を嵌入アンカーボルト(3)に押当させる一方、同
じくリング(5)を通した別のセットボルト(llc)
を周溝(8)に押当させて、アンカーボルト(9)を接
合用冶具(+)に固定する。また、アンカーボルト(9
)の先端は最下部ホルダー(3C)と中央部ホルダー(
3b)との間に臨ましめ、第4図に示す裏当金(12)
を連結棒(2)との間に介在させる次に最上部ホルダー
(3a)と中央部ホルダー(3b)とを第2図と同じよ
うにリング(5)を開いてそれぞれの側面間1−’l溝
部(7)を開]1させた状態で、第1図の矢印(A)に
示す横方向から継ぎ足し材(I3)を装入かつ嵌入し、
]−記裏当金(12)の凹陥部(12a)にこの継ぎ足
し材(13)のド端とアンカーボルト(9)の−1一端
をセットしてルートギャップを合致させ、しかるのち各
リング(5)を閉じ、かつセットボルト(IOa)(1
0b)(lla)(Ilb)によりリング(5)をホル
ダ一本体(4)に固定する。これにより継ぎ足し材(1
3)は接合用治具(1)に固定され、アンカーボルト(
9)と中心線(イ)に示す同軸に位置されるので、継ぎ
足し材(13)とアンカーボルト(9)トを横方向から
溶接(14)t、、Lかるのち各ホルダー(3a)(3
bH3c)のセットボルト(10a) 〜(IOc)(
Ila) 〜(Ilc)を緩め、かつ各リング(5)を
開き、第1図の矢印(B)方向(横方向)へ接合用治具
(1)を移動させることにより該冶具を撤去する。
1- When adding an anchor bolt using the joining jig 14 (1), first rotate the ring (5) in the lowermost holder (3C) as shown in Fig. 3 to open the side opening groove (
7) and fit the -1 end of the anchor bolt (9) into the groove, then insert the ring (5) into the groove (
7), and then tighten the set bolt (10) through the ring (5).
c) against the inset anchor bolt (3), while another set bolt (llc) also passed through the ring (5)
is pressed against the circumferential groove (8) to fix the anchor bolt (9) to the joining jig (+). In addition, anchor bolts (9
) is the bottom holder (3C) and the center holder (3C).
3b) and the backing money (12) shown in Figure 4.
interposed between the top holder (3a) and the center holder (3b), and then open the ring (5) in the same way as shown in Figure 2 and place the 1-' With the groove (7) open] 1, insert and fit the filler material (I3) from the lateral direction shown by the arrow (A) in FIG.
] - Set the do end of this additional material (13) and the -1 end of the anchor bolt (9) in the concave part (12a) of the backing pad (12) to match the root gap, and then attach each ring ( 5), and set bolt (IOa) (1
0b) Fix the ring (5) to the holder body (4) with (lla) (Ilb). As a result, the additional material (1
3) is fixed to the joining jig (1), and the anchor bolt (
9) and the center line (A), weld the additional material (13) and anchor bolt (9) from the side (14) t, , L. After that, each holder (3a) (3)
bH3c) set bolt (10a) ~ (IOc) (
Loosen Ila) to (Ilc), open each ring (5), and remove the joining jig (1) by moving it in the direction of arrow (B) (lateral direction) in FIG. 1.

さらに、工場建設時の設備据付用基礎工事について、本
発明方法の具体例を述べると、一箇所10数本打込むM
−25のアンカーボルトが1φ所、高さが間違っている
ことが据付時に発見されるという!1r故があった場合
、接合用冶具(1)として、高さ50.、、外径70φ
、25φの貫通孔をホルダ一本体(4)に開設し、内一
方を側方にも開l」させて側面1j旧」溝部(7)に使
用し、また内径70.2φ、高さ50闘、Meボルトを
90度ずらしてネンブネジ部に取付けたリング(5)を
外1べする。そして、連結棒(2)として24.8φ、
+=+さ350關の丸棒を貫通孔(6)に通し、150
m+wピッチに1−中ドニミ箇所ホルダー(3a)(3
b)(3c)を配したものを製作する。他方、約150
m■の高さしかないアンカーボルト(9)のネジ部を約
100−+を切断し、切り口をグラインダ仕」二げして
約50II11高さとしたのち、別途製作した高さ30
011+1で、−に端に約100ra■長さのネジ加工
を施した継ぎ足し材(13)を先の方法で突合わせ溶接
した。
Furthermore, to describe a specific example of the method of the present invention regarding foundation work for equipment installation during factory construction, the M
It was discovered during installation that the height of the -25 anchor bolt was incorrect at 1φ! If there is a 1r failure, use a joining jig (1) with a height of 50. ,,outer diameter 70φ
A through hole of 25φ is opened in the holder main body (4), and one of the inner holes is opened laterally to be used for the groove (7) on the side surface 1j. , Shift the Me bolt 90 degrees and remove the ring (5) attached to the threaded part. And, as the connecting rod (2), 24.8φ,
+ = + Pass a round bar of 350 mm through the through hole (6),
m+w pitch 1-medium position holder (3a) (3
b) Manufacture one with (3c) arranged. On the other hand, about 150
After cutting the threaded part of the anchor bolt (9), which has a height of only 1 m, to a height of approximately 100mm and grinding the cut end to a height of approximately 50mm, a height of 30mm was manufactured separately.
At 011+1, a supplementary material (13) with a thread of about 100 ra square length on the negative end was butt-welded using the previous method.

これによれば、作業員3人で、一箇所2 L1間の施−
「で溶接から仕」二げに至る全ての補修が完了し、しか
も直線度を完全にしたアンカーボルト継ぎ足し溶接がで
きた。因みに、本発明方法を適用しない場合、コンクリ
ート基礎の−・部をブレーカ−で破壊してアンカーボル
トの差し替えと埋め込み作業法を採らざるを得す、少な
くとも約10 II I:flの1−’IG進1歩がス
ト・ツブすることになっていたので、本発明の多大な作
用効果が確認できた。
According to this, three workers can perform the work between two L1s at one location.
All repairs, from welding to finishing, were completed, and we were able to add and weld anchor bolts with perfect straightness. Incidentally, if the method of the present invention is not applied, it will be necessary to destroy the - part of the concrete foundation with a breaker, replace the anchor bolt, and embed it. Since the first step was to stall, the great effects of the present invention were confirmed.

勿論、1−記具体例は本発明方法適用の・例でしかすぎ
ず、この他−に木建築用鉄筋の現地接合のため、東向、
水・μ、傾斜の全ての方向接合に適用できる。
Of course, the specific example described in 1-1 is only an example of application of the method of the present invention.
Applicable to water, μ, and slope connections in all directions.

また、突合わせ溶接すべき棒状物としてアンカーボルト
、その群ぎ足し材を例にとって説明したが、異形鉄筋接
合は勿論、パイプの接合溶接、角鋼の接合溶接にも使用
できるものである。
In addition, although anchor bolts and their grouping materials have been described as examples of rod-like objects to be butt welded, the present invention can of course be used for joining deformed reinforcing bars, as well as for joining welding pipes and joining square steel.

さらに、本発明は直径9mmの3分筋と称する細径のも
のから50.、の丸棒、あるいは50A1100A12
00Aといったパイプの接合溶接も行え、連結を直線に
するのではなく、10〜45度の所望角度にすれば、2
本の棒状体を」1記角度にi[確に100本でも100
0本でも、現地の悪条件下においても容易に、高能率、
高品位に接合溶接できる。
Furthermore, the present invention ranges from a small diameter called a tertiary muscle with a diameter of 9 mm to a diameter of 50 mm. , round bar or 50A1100A12
You can also join and weld pipes such as 00A, and if you make the connection at a desired angle of 10 to 45 degrees instead of a straight line, 2
The rod-shaped body of a book is ``1'' at an angle of 1.
Easy, high efficiency, even under adverse local conditions, even with zero
Can perform high-quality joint welding.

また、接合用治具(+ )を現地用として、アルミニウ
ムもしくはその合金材を用い製作すればボータビリティ
にすぐれ、本発明のイr用性が・段と向1−拡大される
Furthermore, if the joining jig (+) is made of aluminum or an alloy thereof for on-site use, portability is excellent and the usability of the present invention is greatly expanded.

当然のことながら、接合用治具(1)の側面間1−1溝
部(7)の形状は、被溶接物である棒状体の断面に適合
させるものであるから、角、三角、六角、溝形鋼、山形
鋼、平鋼に合わせて選択できる。
Naturally, the shape of the 1-1 groove (7) between the side surfaces of the joining jig (1) is adapted to the cross section of the rod-shaped object to be welded, so it may be square, triangular, hexagonal, or grooved. You can choose from shaped steel, angle steel, and flat steel.

尚、本発明における接合溶接は被覆アーク溶接の通常タ
イプが基本であるが、エンクローズ溶接、MIG溶接、
MAG溶接、ガス溶接、COs溶接、ノンガス溶接、T
IG溶接の全てが用いることができるし、母材材質も軟
鋼、低合金、高合金、非鉄金属が使用可能である。
Note that the joining welding in the present invention is basically the normal type of covered arc welding, but it may also be enclosed welding, MIG welding,
MAG welding, gas welding, COs welding, non-gas welding, T
All types of IG welding can be used, and base materials such as mild steel, low alloy, high alloy, and nonferrous metals can be used.

(発明の効果) 以11詳述したように本発明によれば、従来不可能であ
った高所や狭所での接合溶接を可能にできて、接合能率
を1π能十化し、しかも突合わせ溶接後の直線性値びに
精度にすぐれ、産業LiUられる効果は極めて顕著であ
る。
(Effects of the Invention) As described in 11 below, according to the present invention, joining welding can be performed in high places and narrow places, which was previously impossible, and joining efficiency can be increased to 1π. The linearity value and precision after welding are excellent, and the effect of industrial LiU is extremely remarkable.

また、接合用治具は被溶接物の取付け、芯出し、固定の
3役を行うものであるから、能率が良く、取扱いも部平
で、さらに多数の冶具が不必姿となるために、作業性に
すぐれると共に、コスト的にも有利となる。
In addition, since the joining jig performs the three functions of attaching, centering, and fixing the workpiece, it is efficient and easy to handle, and it eliminates the need for a large number of jigs, making the work easier. In addition to being excellent in performance, it is also advantageous in terms of cost.

40図前面llTi弔な説明 図面は本発明の一実施例を示し、第1図はその棒状物の
突合わせ溶接方法を説明する正面図、第2図および第3
図はホルダ一部分のそれぞれ動作説明用の断面図、第4
図は四座金の配置状態を示す横断面図である。
Figure 40 is a front view showing one embodiment of the present invention, and Figure 1 is a front view, Figures 2 and 3 are diagrams illustrating a method of butt welding a rod-like object.
The figure is a sectional view for explaining the operation of a part of the holder.
The figure is a cross-sectional view showing the arrangement of four washers.

(1)−・・接合用治具、(2)−・・連結棒、(3a
 )(3b )(3C)・・・ホルダー、(5)・・・
リング、(7)・・・側面間1」溝部、(9)・・・ア
ンカーボルト(棒状物) 、(+3)・・・継ぎ足し材
(棒状物)。
(1)--Joining jig, (2)--Connecting rod, (3a
) (3b) (3C)...Holder, (5)...
Ring, (7)...1'' groove between sides, (9)...Anchor bolt (bar-shaped object), (+3)...Additional material (bar-shaped object).

Claims (1)

【特許請求の範囲】[Claims] 棒状物同士を突合わせ溶接するにあたり、連結棒の複数
箇所に、側面開口溝部とこれを開閉するリングを有した
ホルダーを取付けて接合用治具を構成し、この接合用治
具の一端部ホルダーの側面開口溝部に一方の棒状物を嵌
入かつ固定したるのち、他方の棒状物を残るホルダーの
側面開口溝部に棒状物長手軸方向とは直角な横方向から
嵌入し、かつリングを閉じて固定して、両棒状物を同軸
に合わせて突合わせ溶接する棒状物の突合わせ溶接方法
When butt welding rod-shaped objects, a joining jig is constructed by attaching holders having side opening grooves and rings for opening and closing the connecting rods at multiple locations, and a holder at one end of this joining jig. After fitting and fixing one rod-like object into the side-opening groove of the holder, the other rod-like object is inserted into the side-opening groove of the remaining holder from the lateral direction perpendicular to the longitudinal axis of the rod-like object, and the ring is closed and fixed. A method of butt welding rod-shaped objects, in which both rod-shaped objects are aligned coaxially and butt-welded.
JP27867985A 1985-12-10 1985-12-10 Butt welding method for bar like body Pending JPS62137191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27867985A JPS62137191A (en) 1985-12-10 1985-12-10 Butt welding method for bar like body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27867985A JPS62137191A (en) 1985-12-10 1985-12-10 Butt welding method for bar like body

Publications (1)

Publication Number Publication Date
JPS62137191A true JPS62137191A (en) 1987-06-20

Family

ID=17600656

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27867985A Pending JPS62137191A (en) 1985-12-10 1985-12-10 Butt welding method for bar like body

Country Status (1)

Country Link
JP (1) JPS62137191A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1037076C (en) * 1992-06-30 1998-01-21 株式会社托阿茨 Method of butt-welding bar steel and device therefor
CN106141547A (en) * 2016-08-26 2016-11-23 安徽华夏显示技术股份有限公司 A kind of welding tooling of rectifier tube cathode cylinder

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1037076C (en) * 1992-06-30 1998-01-21 株式会社托阿茨 Method of butt-welding bar steel and device therefor
CN106141547A (en) * 2016-08-26 2016-11-23 安徽华夏显示技术股份有限公司 A kind of welding tooling of rectifier tube cathode cylinder

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